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| 1 | Earthwork in excavation by mechanical means (Hydraulic excavator)/manual means in foundation trenches or drains ( not exceeding 1.5 m in width or 10 Sq. m on plan), including dressing of sides & remaining of bottoms , lift upto 1.5 m , including getting out the excavated soil and disposal of surplus excavated soil as directed , within a lead of 50 m |
| 2 | All kinds of soil. |
| 3 | Providing and laying in position cement concrete of specified grade including curing but excluding the cost of centering and shuttering - All work up to plinth level : |
| 4 | 1:5:10 (1 cement : 5 coarse sand : 10 graded stone aggregate 40 mm nominal size) |
| 5 | 1:3:6 (1 cement : 3 coarse sand : 6 graded stone aggregate 20 mm nominal size) |
| 6 | Providing and laying in position specified grade of reinforced cement concrete, excluding the cost of centering, shuttering, finishing and reinforcement - All work up to plinth level : |
| 7 | 1:1.5:3 (1 cement : 1.5 coarse sand (zone-III) : 3 graded stone aggregate 20 mm nominal size). |
| 8 | Centering and shuttering including strutting, propping etc. and removal of form for : |
| 9 | Foundations, footings, walls, bases of columns, etc. for mass concrete. |
| 10 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete up to plinth level. |
| 11 | Cold twisted/TMT bars |
| 12 | Steel work in built up tubular ( round, square or rectangular hollow tubes etc.) trusses etc., including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer, including welding and bolted with special shaped washers etc. complete. |
| 13 | Hot finished welded type tubes. |
| 14 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. |
| 15 | In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. |
| 16 | 12 mm cement plaster of mix : (Inside) |
| 17 | 1:6 (1 cement: 6 fine sand) |
| 18 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : |
| 19 | Two or more coats on new work. |
| 20 | Supplying and filling with common soil ( sand + silt + clay) including spreading,watering and compaction by ramming or mechanical means all complete as directed by Engineer-in-Charge. |
| 21 | Supplying and filling with good earth including spreading,watering and compaction by ramming or mechanical means all complete as directed by Engineer-in-Charge. |
| 22 | Leveling and dressing of the filled earth to the required formation levels and gradients using a dual-slope laser-controlled land leveler integrated with a tractor of minimum 50 HP; the work includes setting up the laser transmitter to achieve a uniform radial fall from the center square towards the peripheral drains, multiple passes of the laser bucket to eliminate high and low spots, and final finishing to a tolerance of ±10mm over a 3-meter straight edge; the item includes the cost of specialized machinery, fuel, skilled operator, and all manual labor required for edge finishing where the machine cannot reach, complete as per the technical specifications and directions of the Engineer-in-Charge. |
| 23 | Grassing with selection no. 1 grass including watering & maintenance of the lawn for 30 days or more till the grass forms a thick lawn free from weeds & fit for mowing including supplying of good earth if needed (the good earth shall be paid separately.) |
| 24 | Repairs to plaster of thickness 12 mm to 20 mm in patches of area 2.5 sq. meters and under, including cutting the patch in proper shape, raking out joints and preparing and plastering the surface of the walls complete, including disposal of rubbish to the dumping ground , all complete as per directions of Engineer-In-Charge. |
| 25 | With cement mortar 1:4 (1 cement : 4 fine sand). |
| 26 | Providing and applying white cement based putty of average thickness 1 mm, of approved brand and manufacturer, over the plastered wall surface to prepare the surface even and smooth complete. |
| 27 | Distempering with oil bound washable distemper of approved brand and manufacture to give an even shade. |
| 28 | old work( one or more coat) |
| 29 | Finishing walls with acrylic smooth exterior paint of required shade(Two or more coats) |
| 30 | Providing and fixing G.I. chain link fabric fencing of required width in mesh size 50x50 mm including strengthening with 2 mm dia wire or nuts, bolts and washers as required complete as per the direction of Engineer-in-charge. |
| 31 | Made of G.I. wire of dia 4 mm |
| 32 | Providing and fixing following PVC pipes alongwith necessary assesories and fitting (such as tee, elbow, bends etc )complete items |
| 33 | PVC pipe (150 mm nominal dia) |
| 34 | PVC pipe (100 mm nominal dia) |
| 35 | Providing and fixing C.P. brass Pillar cock of approved make and quality |
| 36 | 15 mm nominal bore. |
| 37 | Providing and fixing 15 mm nominal bore C.P. brass bib cock ofapproved quality conforming to IS : 8931 |
| 38 | Providing and fixing 600x450 mm beveled edge mirror of superior glass (of approved quality) complete with 6 mm thick hard board ground fixed to wooden cleats with C.P. brass screws and washers complete. |
| 39 | Providing and fixing P.V.C. waste pipe for sink or wash basin including P.V.C. waste fittings complete. |
| 40 | Providing and fixing 100 mm CP grating. |
| 41 | Providing and fixing unplasticised P.V.C. connection pipe with PTMT Nuts, collar and bush of approved quality and colour. |
| 42 | 15 mm nominal bore with 45 cm length. |
| 43 | Providing and fixing C.P. brass angle valve for basin mixer and geyser points of approved quality conforming to IS:8931 |
| 44 | 15 mm nominal bore. |
| 45 | Providing and fixing white vitreous china pedestal type water closet (European type) with seat and lid, 10 litre low level PVC flushing cistern & C.P. flush bend with fittings & C.I. brackets, 40 mm flush bend, overflow arrangement with specials of standard make and mosquito proof coupling of approved municipal design complete, including painting of fittings and brackets, cutting and making good the walls and floors wherever required : |
| 46 | W.C. pan with ISI marked white solid plastic seat and lid |
| 47 | Providing and fixing P.V.C low level flushing cistern with manually controlled device (handle lever) conforming to IS : 7231, with all fittings and fixtures complete: |
| 48 | Providing and fixing following dia HDPE pipes alongwith necessary accessories and fitting (such as tee, elbow, bends etc )complete items |
| 49 | 32 mm nominal dia |
| 50 | 15 mm nominal dia |
| 51 | Providing and fixing ball valve |
| 52 | 25 mm nominal bore. |
| 53 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete |
| 54 | Inside size |
| 55 | 300 x 300 mm |
| 56 | Constructing brick masonry manhole in cement mortar 1:4 ( 1 cement : 4 coarse sand ) with R.C.C. top slab with 1:2:4 mix (1 cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size),foundation concrete 1:4:8 mix (1 cement : 4 coarse sand : 8 graded stone aggregate 40 mm nominal size), inside plastering 12 mm thick with cement mortar 1:3 (1 cement : 3 coarse sand) finished with floating coat of neat cement and making channels in cement concrete 1:2:4 (1cement : 2 coarse sand : 4 graded stone aggregate 20 mm nominal size) finished with a floating coat of neat cement complete as per standard design : |
| 57 | Inside size 90x80 cm and 45 cm deep including C.I. cover with frame (light duty) 455x610 mm internal dimensions, total weight of cover and frame to be not less than 38 kg (weight of cover 23 kg and weight of frame 15 kg) : |
| 58 | With common burnt clay F.P.S. (non modular) bricks of class designation 7.5 |
| 59 | Providing and fixing aluminium work for doors, windows, ventilators and partitions with extruded built up standard tubular sections/appropriate Z sections and other sections of approved make conforming to IS: 733 and IS: 1285, fixing with dash fasteners of required dia and size, including necessary filling up the gaps at junctions, i.e. at top, bottom and sides with required EPDM rubber/neoprene gasket etc. Aluminium sections shall be smooth, rust free, straight, mitred and jointed mechanically wherever required including cleat angle, Aluminium snap beading for glazing / paneling, C.P. brass/ stainless steel screws, all complete as per architectural drawings and the directions of Engineer-in-charge. (Glazing, paneling and dash fasteners to be paid for separately) : |
| 60 | For fixed portion |
| 61 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 62 | For shutters of doors, windows & ventilators including providing and fixing hinges/ pivots and making provision for fixing of fittings wherever required including the cost of EPDM rubber / neoprene gasket required (Fittings shall be paid for separately). |
| 63 | Powder coated aluminium (minimum thickness of powder coating 50 micron) |
| 64 | Providing and fixing ACP in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . |
| 65 | Providing and fixing glazing in aluminium door, window, ventilator shutters and partitions etc. with EPDM rubber / neoprene gasket etc. complete as per the architectural drawings and the directions of engineer-in-charge . (Cost of aluminium snap beading shall be paid in basic item): |
| 66 | With float glass panes of 5.00 mm thickness |
| 67 | Supplying and stacking at site. |
| 68 | 63 mm to 45 mm size stone aggregate. |
| 69 | 53 mm to 22.4 mm size stone aggregate. |
| 70 | Stone screening 13.2 mm nominal size (Type ). |
| 71 | Laying, spreading and compacting stone aggregate of specified sizes to WBM specifications in uniform thickness, hand picking, rolling with 3 wheeled road / vibratory roller 8-10 tonne capacity in stages to proper grade and camber, applying and brooming requisite type of screening / binding material to fill up interstices of coarse aggregate, watering and compacting to the required density |
| 72 | Drilling, testing, and commissioning of a 110mm (4\\") nominal diameter borewell using a DTH (Down-The-Hole) Rig up to a depth of 30-35 meters; the work includes the supply and lowering of 110mm diameter Heavy Duty UPVC Casing Pipes (Class-5) with requisite slotted sections for water entry; providing 6mm to 10mm pea-gravel packing in the annular space between the casing and the bore; flushing the borewell using a high-pressure air compressor until the discharge is clear and sand-free; including the supply and installation of a 3 HP to 5 HP Single-Phase Submersible Pump-set (ISI marked) with 40mm delivery pipe, 3-core flat submersible cable, and a starter panel with over-load and dry-run protection; complete with a small brick-masonry protection chamber and all labor, materials, and machinery as per the directions of the Engineer-in-Charge. |
| 73 | Providing and fixing UV-stabilized, high-density polyethylene (HDPE) high-back bucket-type stadium seats of approved make and shade, manufactured using double-walled blow-molding or injection-molding process with virgin non-toxic material, featuring a contoured ergonomic backrest (minimum height 350mm-450mm) and integrated water drainage scupper, including the cost of hot-dip galvanized or powder-coated (minimum 60-80 microns) MS/Aluminum mounting brackets or adapter plates as per structural requirement, fixing the assembly onto existing concrete tiers or MS tubular frames using minimum 3 Nos. SS-304 grade anchor bolts or high-tensile galvanized bolts with lock-nuts and washers per seat, including drilling holes, chemical anchoring where necessary, and all labor, tools, and plants required for installation at all heights and levels as per the technical specifications and directions of the Engineer-in-Charge. |
| 74 | Construction of a standard cricket pitch of size 30m x 4m (including 22-yard playing strip), including excavation of the pitch area to a depth of 600mm and disposal of surplus earth, providing and laying a 150mm thick base layer of oversized burnt brick bats or 40mm-63mm stone aggregate for drainage, followed by a 100mm thick layer of 20mm graded stone aggregate, then a 100mm thick layer of coarse sand/moorum to act as a filter media, and finally providing and laying a 200mm thick top playing surface consisting of specially sourced black cotton soil or approved clayey soil with high binding properties (minimum 30% clay content), including mixing with organic manure and fine river sand in prescribed proportions, layering in 50mm increments with intensive watering, leveling, and heavy rolling with a 1.5-ton to 2-ton power roller to achieve a compacted, level, and true surface, ensuring proper slope for surface runoff away from the center, complete with all labor, materials, tools, and plants as per the technical specifications and directions of the Engineer-in-Charge. |
| 75 | Providing and constructing a 3-lane integrated cricket practice facility of size 18m x 9m x 3.6m, including the fabrication and fixing of an MS structural cage using 50mm NB (medium grade) G.I. pipes for vertical columns spaced at 3.0m intervals and 40mm NB pipes for horizontal bracing at top and mid-height, anchored in RCC (1:2:4) foundation pedestals of size 300mm x 300mm x 600mm with base plate anchoring, covering the entire frame with UV-stabilized 2.5mm HDPE braided netting of 40mm mesh size on all sides, top, and internal lane partitions using PVC-coated GI tension wires and turnbuckles, further including the construction of three distinct practice pitches of size 20.12m x 3.0m each, consisting of one pitch with a 450mm deep layered foundation of brick bats, stone aggregate, and sand topped with 200mm of approved local clayey soil, and two cement concrete (CC) pitches consisting of a 150mm thick base of rammed stone ballast and a 100mm thick top layer of M-20 grade cement concrete (1:1.5:3) with a smooth steel-troweled finish and necessary nominal reinforcement to prevent surface cracking, including all excavation, disposal of surplus earth, shuttering, curing, and applying two coats of epoxy primer and synthetic enamel paint to all MS members, complete with all labor, materials, and tools as per the technical specifications and directions of the Engineer-in-Charge. |
| 76 | Arboriculture: Supplying and planting of 5-6 ft tall saplings (Neem/Silver Oak/Ashoka) including excavation of 2'x2'x2' pits, refilling with mixture of good earth and organic manure and maintenance/watering for 6 months. |
| 77 | 40mm thick marble chips flooring rubbed and polished to granolithic finish, under layer 28mm thick cement concrete 1:2:4 (1 cement : 2coarse sand : 4 graded stone aggregate 12.5mm nominal size) and top layer 12mm thick with white, black, chocolate, grey, yellow or green marble chips of sizes from 7 mm to 10mm nominal size, laid in cement marble powder mix 3:1 (3 cement : 1 marble powder) by weight in proportion of 2:3 (2 cement marble powder mix :3 marble chips) by volume including cement slurry and curing complete : |
| 78 | Providing and fixing a heavy-duty professional manual cricket scoreboard of size 2.4m x 1.8m (8ft x 6ft), fabricated with a 16-gauge MS sheet face and 40mm x 40mm x 5mm MS angle iron internal bracing; the entire unit shall be supported by a robust four-column structural frame consisting of 100mm x 100mm x 4mm MS SHS vertical members , all embedded a minimum of 900mm deep in Cement Concrete (1:2:4) foundation pedestals of size 450mm x 450mm x 1200mm; the item includes an integrated rear-mounted scorer’s platform of size 2.4m x 0.6m made of 5mm thick MS chequered plate welded to the 100mm columns and cross-braced with 50mm MS angles, featuring a 1m high safety handrail made of 32mm NB G.I. pipes and an integrated MS rungs ladder; all steel members shall be treated with anti-corrosive primer and finished with two coats of synthetic enamel paint; complete with a full set of weather-resistant 3mm sunboard number plates (0-9) with high-visibility stenciled numbering, all labor, materials, and tools as per the technical specifications and directions of the Engineer-in-Charge. |
| 79 | Providing and laying professional-grade, BWF-certified 4.5mm to 5.0mm thick multi-layered PVC synthetic sports flooring specifically designed for Indoor Badminton Courts; the system shall consist of a high-density PVC wear layer with a \\"lychee\\" or \\"sand\\" anti-skid pattern, a glass-fiber reinforced stability layer to prevent thermal expansion, and a high-resilience PVC foaming buffer layer for superior shock absorption (minimum 25%) and player safety; work includes thorough cleaning of the indoor base, applying a specialized moisture-proof self-leveling epoxy primer or 0.5mm PE moisture barrier film to prevent rising dampness, bonding the rolls using high-strength eco-friendly specialized adhesive, and seamless thermal welding of all joints using PVC welding rods and hot-air equipment; including precise line marking for three (03) standard courts as per BWF dimensions using specialized non-reflective, high-durability floor paint, complete with all labor, materials, and specialized tools as per technical specifications and directions of the Engineer-in-Charge. |
| 80 | Providing and fixing a pair of professional Volleyball telescopic poles made of 80mm NB GI pipes with adjustable height mechanism to facilitate both Men’s and Women’s net heights, including heavy-duty internal winch for net tensioning, floor sleeves with flush-mount brass caps embedded in RCC pedestals, and supplying one professional-grade competition volleyball net with steel cable, complete with all labor and installation tools. |
| 81 | Providing and fixing a pair of professional-grade fixed Basketball posts; each unit fabricated from a 150mm NB heavy-duty (C-Class) G.I. main pipe with a 1.2m overhang extension arm reinforced with secondary MS braces; including 25mm thick high-impact transparent acrylic backboards of size 1.8m x 1.05m with heavy-duty steel framing, international standard 20mm solid steel pressure-release (spring-loaded) rims, and anti-whip nylon nets; vertical posts to be anchored 1200mm deep into RCC (1:2:4) foundation pedestals of size 600mm x 600mm x 1500mm, including two coats of PU paint on steel members, complete with all hardware and installation. |
| 82 | Supplying and commissioning one (01) number diesel engine-driven static tandem pitch roller of 1.0 to 1.5 Tonne capacity, specifically designed for cricket pitch compaction; the unit shall feature a minimum 10 HP water-cooled or air-cooled diesel engine, hydraulic or mechanical transmission for smooth forward/reverse movement, dual drums with scraper blades, and a water sprinkler system for drum cleaning; including operator training and one year of comprehensive on-site warranty |
| 83 | Supplying, testing, and commissioning of professional-grade Ride-on Mower specifically designed for stadium outfield maintenance; the unit shall be powered by a minimum 18–22 HP V-Twin OHV engine (Petrol or Diesel) featuring full-pressure lubrication and a heavy-duty air filtration system; the mower shall have a minimum cutting width of 42 inches (106 cm) using a twin-blade rotary deck with adjustable cutting heights ranging from 25mm to 100mm; the transmission shall be Hydrostatic for seamless speed control and maneuverability around stadium perimeters; the unit must include an ergonomic high-back operator seat, integrated headlights for low-light operation, and a high-capacity rear grass collector (minimum 300 liters) or a dedicated mulching kit; including the supply of a basic tool kit, operator training at site, and a minimum one-year comprehensive manufacturer warranty. |
| 84 | Providing and laying integral cement based water proofing treatment including preparation of surface as required for treatment of roofs, balconies, terraces etc consisting of following operations: |
| 85 | Applying a slurry coat of neat cement using 2.75 kg/sqm of cement admixed with water proofing compound conforming to IS. 2645 and approved by Engineer-in-charge over the RCC slab including adjoining walls upto 300 mm height including cleaning the surface before treatment. |
| 86 | Laying brick bats with mortar using broken bricks/brick bats 25 mm to 115 mm size with 50% of cement mortar 1:5 (1 cement : 5 coarse sand) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge over 20 mm thick layer of cement mortar of mix 1:5 (1 cement :5 coarse sand ) admixed with water proofing compound conforming to IS : 2645 and approved by Engineer-in-charge to required slope and treating similarly the adjoining walls upto 300 mm height including rounding of junctions of walls and slabs. |
| 87 | Providing gola 75x75mm in cement concrete 1:2:4 (1 cement :2 coarse sand : 4 stone aggregate 10 mm and down gauge) including finishing with cement mortar 1:3(1 cement : 3 fine sand) as per standard design |
| 88 | In 75x75mm deep chase |
| 89 | Demolishing cement concrete manually/by mechanical means including disposal of material within 50 meters lead as per direction of Engineer-in charge: |
| 90 | 1:3:6 or richer mix (i/c equivalent design mix) Please Enable Macros to View BoQ information |
